Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-5American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 358
Freely Corroding 13 mm Basic O 13 mm Basic A 25 mm All # 1 O 51 mm Alt # 2 + 102 mm Alt # 2 25 mm All # 1 7 51 mm Alc # 2 C.L. Stress Range ( MPa ) 100 102 mm Alt # 2 Fig . 26 Micrograph of weld toe defect that is thought to have ...
Freely Corroding 13 mm Basic O 13 mm Basic A 25 mm All # 1 O 51 mm Alt # 2 + 102 mm Alt # 2 25 mm All # 1 7 51 mm Alc # 2 C.L. Stress Range ( MPa ) 100 102 mm Alt # 2 Fig . 26 Micrograph of weld toe defect that is thought to have ...
Page 360
... thickness plot for Basic and progressively profiled specimens based upon a centerline stress range of 200 MPa . ... C.L. Suess Range 120 MPa Fatigue life of welded tee specimens in natural seawater was independent of corrosion state ...
... thickness plot for Basic and progressively profiled specimens based upon a centerline stress range of 200 MPa . ... C.L. Suess Range 120 MPa Fatigue life of welded tee specimens in natural seawater was independent of corrosion state ...
Page 488
Hz ) gamma function of y stress intensity range for crack growth stress range stress range for an individual cycle upper transition stress range for segment j in log ( da / dN ) vs log ( AK ) curve lower transition stress range for ...
Hz ) gamma function of y stress intensity range for crack growth stress range stress range for an individual cycle upper transition stress range for segment j in log ( da / dN ) vs log ( AK ) curve lower transition stress range for ...
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Contents
RESIDUAL STRESS AND DISTORTION IN WELDS | 1 |
Measurement and Prediction of Welding Residual Stresses Using | 7 |
WELD METAL AND HAZ PROPERTIES | 37 |
Copyright | |
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alloys aluminium analysis application axial base bending calculated CGHAZ coating compared components composition connection considered constant cooling corrosion cost crack critical CTOD curves cycle depth developed distribution effect element energy Engineering evaluation experimental experiments factor fatigue field Figure fracture geometry given Grade grain hardness heat higher improved increase indicated initiation length living load lower material measured mechanical metal method microstructure notched observed obtained offshore operation parameters pass performed pipe plate position possible prediction present pressure procedure production properties range reduced region residual stress resistance root seawater shown shows simulation specimens steel strain strength structure surface Table technique temperature tensile thermal thickness Titanium toughness values weld metal welded joints wire yield zone